Coupled Large Deformation and Contaminant Transport in Low-Permeability Clay Layers: Role of Threshold Hydraulic Gradient

dc.contributor.author	Li, Chuanxun
dc.contributor.author	Wu, Chunfeng
dc.date.accessioned	2026-08-20T10:57:56Z
dc.date.available	2026-08-20T10:57:56Z
dc.date.copyright	2026/06/02
dc.date.issued	2026
dc.identifier.other	JGGEFK.GTENG-14026.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4311506
dc.description.abstract	AbstractNatural low-permeability clay is usually used as underlying layers at dredged sludge disposal sites. Both laboratory and field measurements of clay settlement revealed the existence of a threshold hydraulic gradient for water flow, attributable to ...Practical ApplicationsThe coupled model of consolidation and contaminant transport in low-permeability clay layers proposed herein is applicable for evaluating the performance of any contaminant under any waste disposal sites during the service life of ...
dc.publisher	American Society of Civil Engineers
dc.title	Coupled Large Deformation and Contaminant Transport in Low-Permeability Clay Layers: Role of Threshold Hydraulic Gradient
dc.type	Journal Article
dc.journal.volume	152
dc.journal.issue	8
dc.journal.title	Journal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi	10.1061/JGGEFK.GTENG-14026
dc.journal.fristpage	04026059-1
dc.journal.lastpage	04026059-14
dc.page	14
dc.tree	Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 008
dc.contenttype	Fulltext